7. Calculate the coordinates (x,y,z) of a scanned point P in the Intrinsic Coordinates System of the Terrestrial Laser Scanner used to measure a range ?=113.48? and record a horizontal rotation angle ?=78?26?43?? and a vertical attitude angle ?=58?41?37?? for the point P. 10. By direct georeferencing determine the 3D coordinates for point P in

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7. Calculate the coordinates (x,y,z) of a scanned point P in the Intrinsic Coordinates System of the Terrestrial Laser Scanner used to measure a range ?=113.48? and record a horizontal rotation angle ?=78?26?43?? and a vertical attitude angle ?=58?41?37?? for the point P.  10. By direct georeferencing determine the 3D coordinates for point P in a Ground Reference System (GRS) if the intrinsic (IRS) coordinates for P(x=234.56?,y=218.74?,z=15.55?); when the TLS was set at known point O1? with (GRS) coordinates (xO1??=580521.49?,yO1??=695807.00?,zO1??=100.00?), the back-site was set at known point O2? with (GRS) coordinates (xO2??=580693.85?,yO2??=695928.21,zO2??=100.00). Both, the TLS at O1? and the target at O2? were set at height of 5'.

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